SPL REPAIR TO ROADS NEAR OFFRS MARRIED ACCN AND CERTAIN ROADS INSIDE BEG AND CENTRE UNDER GE ROORKEE

Amount

M & L repair to pot holes not exc 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in road, paths etc cutting around edges to at least 25mm in depth, but making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings).depth of potholes n exc 30 mm complete all as specified and directed.

M & L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n. exc 400 sqm and depth exc 50 mm and n exc 100 mm complete all as specified and directed.

M & L for 7.5 cm thick ( compacted thikness) WBM, with lime stone, sand stone, Flint or quartzite coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consoildated to gradient and camber reqiured. complete all as specified and directed.

M&L for preparing Unsurfaced water bound macadam surfaces by brushing with hard wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, complete all as specified and directed.

M&L for applying evenly a priming/tack coat with bituminous primer @ 10 Kg/10 Sqm, using paving bitumen complete all as specified and directed.

M&L for preparing black top surfaces by brushing with hard wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, complete all as specified and directed.

M&L for applying evenly a priming/tack coat with bituminous primer VG-10 @ 5 Kg/10 Sqm, using paving bitumen complete all as specified and directed.

M & L for premix bituminous, macadam using paving bitumen of grading VG-30 laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen with 4% by weight of total mix complete all as specified and dierected.

M & L for bituminous premixed semi - dense asphaltic concrete 30mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient all as specified and directed using paving bitumen of grading VG 30 laid with mechanical paver complete all as specified and directed.

M & L for applying thermoplastic reflective paint as in road marking 02 mm thick single coat as in centre line or edge line road marking of 150 mm width using HOT MARK thermoplastic paint (HOT application) white by indigeneous modem propelled road marking method as directed incl all ingredients such as binder glass beads Titanium-dioxide calcium carbonate lintar fillers thermoplastic requirement for glass beads shall be as per Table No 800-4 specification incl spraying of glass beads instructions complete all as specified and directed.

Demolition of Plain cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removal of debries from site complete all as specified and directed.

M&L for 75mm thick cement concrete type D- 2, 1:4:8 using (40mm graded aggregate) complete all as specified and directed.

M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, or bigger size, with gray cement and pigment, set , jointed and pointed in neat cement slurry over 15mm thick screed bed in CM 1:4 as in floors complete all as specified and directed.

M&L for PCC (1:2:4) ty B-1 using 20mm graded stone aggregate as in coping complete all as specified and directed.

M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and no pigment complete all as specified and directed.

All as per No 16 here in before but with grey cement and pigment.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft / Loose soil complete all as specified and directed.

Removing excavated material in exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

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M/s MAA SHAKTI CONSTRUCTIONS AND SUPPLIERS